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Project |
Comments |
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Lake
Hancock Lake Level Modification Preliminary Evaluation.
Prepared for the Southwest Florida Water Management District by BCI
Engineers & Scientists, Inc. (January 2005) |
158
sq.mi. watershed located in Polk County, Florida. ICPR was used to
evaluate flooding potential throughout the watershed based on proposed
lake level modifications. |
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Pond
and Mitigation Siting Report Capital Circle NW/SW (SR 263).
Prepared for Blueprint 2000 and the Florida Department of Transportation
by H.W. Lochner, Inc. (August 2006) |
Proposed
reconstruction of 2.9 miles of existing arterial roadway to multi-lane
urban section in Tallahassee, Florida. ICPR was used for H&H
analysis associated with pond design and sizing. |
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South
Lubbock Drainage Improvements Project.
The City of Lubbock, Texas is the project owner. Parkhill, Smith
and Cooper teamed with another local firm, Hugo Reed & Associates,
for the design and modeling processes. (Construction est. to be
completed in 2008) |
Package
Number 1 of this project includes an 11 sq. mi. drainage area with 12
playa lakes. Approx. 12 miles of main trunk line is being
constructed with pipe sizes of 54" and as deep as 54 feet.
The system was modeled using ICPR. |
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Stevenson
Creek Watershed Management Plan Final Report.
A cooperative agreement between the City of Clearwater and the Southwest
Florida Water Management District. Investigation and report
prepared by Parsons. (October 2001) |
The
Stevenson Creek Watershed is approx. 6,000 acres in size with 80% of it
inside the Clearwater city limits. ICPR was used for all H&H
modeling associated with the project including identifying flooding
problems and evaluating alternative solutions. |
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Lockwood
Folly Storm Water Master Plan.
Prepared for the Lockwood Folly Property Owner's Association by HDR
Engineering, Inc. of the Carolinas. This project is located in Brunswick
County, North Carolina. |
Lockwood
Folly is a 500-acre gated golf course community. The storm water
master plan developed by HDR included identifying potential existing and
future inadequacies and corrective actions. ICPR was used for all
H&H modeling of this system. |
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North
Springs Improvement District (NSID) Task 4: Feasibility Level Evaluation
of Alternatives.
Prepared for the South Florida Water Management District by Ecology
& Environment, Inc. The project is 7,400 acres in size and is
located in western Broward County, Florida. (March 2004) |
The
NSID is a hydrologic tributary basin to the Everglades Protection Area.
This investigation addresses the feasibility of incorporating a 400-acre
storage reservoir to limit discharges to 35 cfs per sq.mi. ICPR was used
for all H&H work on this project. |
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Seminole
County, Florida Watershed Basin Studies. Approximately
a dozen major watershed basin studies have been conducted by various
consultants over a 15-year period on behalf of Seminole
County. |
ICPR
was used for all H&H modeling associated with these projects. |
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Hydrologic-Hydraulic Study for Isabella Ocean Residences.
Prepared by Gregory L. Morris Engineering, San Juan, Puerto Rico
(October 2004) |
This
small (less than 1 acre) commercial site is included to illustrate how
ICPR is also used on the smallest of projects. Detention storage
tanks are used in this project to attenuate peak runoff rates. |
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Breakfast
Point Mitigation Bank - Hydrologic Restoration Plan.
Prepared for The Florida Department of Environmental Protection and The
St. Joe Company by WilsonMiller, Inc. Project is located north of Panama
City, Florida (February 2004) |
As
part of an Ecosystem Management Agreement (EMA) with FDEP, the St. Joe
Company agreed to restore almost 5,000 acres of wetlands called the
Breakfast Point Mitigation Bank. ICPR was used for the H&H
calculations to support the restoration plan. |
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Nestlé Waters North America Inc.
Environmental Impact Report / Environmental Assessment -
Siskiyou County, California.
(July 2006) |
Nestlé
has proposed to construct a spring water bottling facility in northern
California. As part of an environmental assessment, ICPR was used
for stormwater runoff computations associated with the proposed
facility. Refer to Section 3.9 of the report. |